Skip Maine state header navigation
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 011197.00 COMPLETION DATE : 08/18/06
=========
PROJECT(S): STP-1119(700)X LOCATION(S): AUBURN, INTERSECTION IMPROVEMENTSINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : AUBURN, INTERSECTION IMPROVEMENTS NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000763 GENDRON & GENDRON, INC. $ 235,988.56 100.0000%
2 000403 PRATT & SONS, INC. $ 244,728.56 103.7036%
3 001574 NITRAM EXCAVATION & GENERAL CONTRACTORS, INC. $ 299,584.50 126.9487%
4 001094 K & K EXCAVATION, INC. $ 306,108.92 129.7135%
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001574
|GENDRON & GENDRON, INC. |PRATT & SONS, INC. |NITRAM EXCAVATION & GENERAL C
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.15 2.000 EA | 550.00000 1100.00| 240.00000 480.00| 1000.00000 2000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0020 202.202 492.000 SY | 19.50000 9594.00| 24.00000 11808.00| 21.00000 10332.00
REMOVING PAVEMENT SURFACE | | |
0030 203.20 897.000 CY | 25.00000 22425.00| 25.00000 22425.00| 25.00000 22425.00
COMMON EXCAVATION | | |
0040 203.25 50.000 CY | 25.00000 1250.00| 19.00000 950.00| 15.00000 750.00
GRANULAR BORROW | | |
0050 206.061 10.000 CY | 27.00000 270.00| 18.00000 180.00| 40.00000 400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 781.500 CY | 25.00000 19537.50| 35.00000 27352.50| 30.00000 23445.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 184.000 T | 92.85000 17084.40| 92.85000 17084.40| 100.00000 18400.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0080 403.211 9.000 T | 148.26000 1334.34| 148.26000 1334.34| 150.00000 1350.00
HOT MIX ASPHALT (SHIMMING) | | |
0090 403.213 417.000 T | 88.67000 36975.39| 88.67000 36975.39| 90.00000 37530.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0100 409.15 129.000 G | 12.07000 1557.03| 12.07000 1557.03| 15.00000 1935.00
BITUMINOUS TACK COAT APPLIED | | |
0110 527.301 1.000 EA | 10700.00000 10700.00| 10500.00000 10500.00| 15000.00000 15000.00
ENERGY ABSORBING SYSTEM (C-A-T) | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 011197.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001574
|GENDRON & GENDRON, INC. |PRATT & SONS, INC. |NITRAM EXCAVATION & GENERAL C
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 603.179 278.200 LF | 36.00000 10015.20| 55.00000 15301.00| 50.00000 13910.00
18 INCH CULVERT PIPE OPTION III | | |
0130 604.092 3.000 EA | 1800.00000 5400.00| 2400.00000 7200.00| 5000.00000 15000.00
CATCH BASIN TYPE B1-C | | |
0140 604.16 1.000 EA | 400.00000 400.00| 790.00000 790.00| 5000.00000 5000.00
ALTERING CATCH BASIN TO MANHOLES | | |
0150 605.09 100.000 LF | 42.00000 4200.00| 32.00000 3200.00| 40.00000 4000.00
6 INCH UNDERDRAIN TYPE B | | |
0160 606.23 100.000 LF | 15.00000 1500.00| 15.00000 1500.00| 19.00000 1900.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0170 606.2301 50.000 LF | 23.00000 1150.00| 23.00000 1150.00| 25.00000 1250.00
GR TY 3C - DOUBLE RAIL | | |
0180 606.265 1.000 EA | 50.00000 50.00| 44.00000 44.00| 50.00000 50.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.353 3.000 EA | 30.00000 90.00| 27.00000 81.00| 30.00000 90.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0200 613.319 60.000 SY | 5.00000 300.00| 2.25000 135.00| 2.00000 120.00
EROSION CONTROL BLANKET | | |
0210 618.1411 8.300 UN | 45.00000 373.50| 80.00000 664.00| 60.00000 498.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0220 619.1201 8.300 UN | 25.00000 207.50| 55.00000 456.50| 35.00000 290.50
MULCH - PLAN QUANTITY | | |
0230 620.60 20.000 SY | 5.00000 100.00| 3.50000 70.00| 5.00000 100.00
SEPARATION GEOTEXTILE ( NON-WOVEN) | | |
0240 627.711 2090.000 LF | 0.63000 1316.70| 0.70000 1463.00| 1.00000 2090.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0250 627.75 972.000 SF | 1.50000 1458.00| 1.70000 1652.40| 2.00000 1944.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0260 627.76 LUMP | 2000.00000 2000.00| 2200.00000 2200.00| 5000.00000 5000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0270 629.05 10.000 HR | 35.00000 350.00| 56.00000 560.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 10.000 HR | 125.00000 1250.00| 120.00000 1200.00| 200.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.32 10.000 HR | 125.00000 1250.00| 195.00000 1950.00| 200.00000 2000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0300 639.19 1.000 EA | 1500.00000 1500.00| 6500.00000 6500.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 011197.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001574
|GENDRON & GENDRON, INC. |PRATT & SONS, INC. |NITRAM EXCAVATION & GENERAL C
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 652.31 5.000 EA | 70.00000 350.00| 60.00000 300.00| 70.00000 350.00
TYPE I BARRICADE | | |
0320 652.33 25.000 EA | 80.00000 2000.00| 80.00000 2000.00| 50.00000 1250.00
DRUM | | |
0330 652.34 50.000 EA | 50.00000 2500.00| 20.00000 1000.00| 25.00000 1250.00
CONE | | |
0340 652.35 105.000 SF | 5.00000 525.00| 13.00000 1365.00| 25.00000 2625.00
CONSTRUCTION SIGNS | | |
0350 652.361 90.000 LS | 6875.00000 6875.00| 5000.00000 5000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0360 652.38 1500.000 HR | 17.00000 25500.00| 17.00000 25500.00| 20.00000 30000.00
FLAGGER | | |
0370 656.75 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| 27000.00000 27000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0380 659.10 LUMP | 38500.00000 38500.00| 30800.00000 30800.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 235,988.56| $ 244,728.56| $ 299,584.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 235,988.56| $ 244,728.56| $ 299,584.50
====================================================================================================================================
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 011197.00
=========
====================================================================================================================================
|( 4 ) 001094 |( ) |( )
|K & K EXCAVATION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.15 2.000 EA | 1908.00000 3816.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0020 202.202 492.000 SY | 26.00000 12792.00| |
REMOVING PAVEMENT SURFACE | | |
0030 203.20 897.000 CY | 19.08000 17114.76| |
COMMON EXCAVATION | | |
0040 203.25 50.000 CY | 33.92000 1696.00| |
GRANULAR BORROW | | |
0050 206.061 10.000 CY | 127.20000 1272.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 781.500 CY | 47.70000 37277.55| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 184.000 T | 92.85000 17084.40| |
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0080 403.211 9.000 T | 148.26000 1334.34| |
HOT MIX ASPHALT (SHIMMING) | | |
0090 403.213 417.000 T | 88.67000 36975.39| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0100 409.15 129.000 G | 12.07000 1557.03| |
BITUMINOUS TACK COAT APPLIED | | |
0110 527.301 1.000 EA | 11278.40000 11278.40| |
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0120 603.179 278.200 LF | 87.98000 24476.04| |
18 INCH CULVERT PIPE OPTION III | | |
0130 604.092 3.000 EA | 2226.00000 6678.00| |
CATCH BASIN TYPE B1-C | | |
0140 604.16 1.000 EA | 848.00000 848.00| |
ALTERING CATCH BASIN TO MANHOLES | | |
0150 605.09 100.000 LF | 47.70000 4770.00| |
6 INCH UNDERDRAIN TYPE B | | |
0160 606.23 100.000 LF | 15.90000 1590.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0170 606.2301 50.000 LF | 24.10000 1205.00| |
GR TY 3C - DOUBLE RAIL | | |
0180 606.265 1.000 EA | 46.64000 46.64| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.353 3.000 EA | 29.15000 87.45| |
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
LETTING DATE : 03/22/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/22/06
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 011197.00
=========
====================================================================================================================================
|( 4 ) 001094 |( ) |( )
|K & K EXCAVATION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 613.319 60.000 SY | 3.71000 222.60| |
EROSION CONTROL BLANKET | | |
0210 618.1411 8.300 UN | 47.70000 395.91| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0220 619.1201 8.300 UN | 47.70000 395.91| |
MULCH - PLAN QUANTITY | | |
0230 620.60 20.000 SY | 10.60000 212.00| |
SEPARATION GEOTEXTILE ( NON-WOVEN) | | |
0240 627.711 2090.000 LF | 0.75000 1567.50| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0250 627.75 972.000 SF | 1.75000 1701.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0260 627.76 LUMP | 2332.00000 2332.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0270 629.05 10.000 HR | 47.70000 477.00| |
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 10.000 HR | 153.70000 1537.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.32 10.000 HR | 371.00000 3710.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0300 639.19 1.000 EA | 15900.00000 15900.00| |
FIELD OFFICE TYPE B | | |
0310 652.31 5.000 EA | 159.00000 795.00| |
TYPE I BARRICADE | | |
0320 652.33 25.000 EA | 58.30000 1457.50| |
DRUM | | |
0330 652.34 50.000 EA | 31.80000 1590.00| |
CONE | | |
0340 652.35 105.000 SF | 37.10000 3895.50| |
CONSTRUCTION SIGNS | | |
0350 652.361 90.000 LS | 24380.00000 24380.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0360 652.38 1500.000 HR | 22.30000 33450.00| |
FLAGGER | | |
0370 656.75 LUMP | 6000.00000 6000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0380 659.10 LUMP | 24191.00000 24191.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 306,108.92| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 306,108.92| $ 0.00| $
====================================================================================================================================